Zobrazeno 1 - 10
of 122
pro vyhledávání: '"Shervin Maleki"'
Publikováno v:
Results in Engineering, Vol 14, Iss , Pp 100453- (2022)
In the seismic design of steel special moment frames, it is necessary to ensure that columns are generally stronger than beams. This reduces the probability of a weak story failure mechanism of the frame and ensures the formation of beams' plastic hi
Externí odkaz:
https://doaj.org/article/29ac1e65532348fd9a2439e97bade90f
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Lately, Corrugated Steel Plate Shear Walls (CSPSWs) have gained significance and reputation for being effective lateral force-resisting systems. Corrugated plates are characterized by greater out-of-plane stiffness and buckling stability than flat pl
Externí odkaz:
https://doaj.org/article/3d07b8eeae8f4a6092675b6ce37bfdae
Autor:
Majid Ghaderi-Garekani, Shervin Maleki
Publikováno v:
Structures. 48:1356-1372
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::afb3d203867cfb6b271ee9a585158eff
https://doi.org/10.1016/j.istruc.2023.01.047
https://doi.org/10.1016/j.istruc.2023.01.047
Autor:
Majid Ghaderi-Garekani, Shervin Maleki
Publikováno v:
Structures. 45:1287-1306
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79d1f3e02af1cb5e3b17280c6ea3e237
https://doi.org/10.1016/j.istruc.2022.09.103
https://doi.org/10.1016/j.istruc.2022.09.103
Publikováno v:
Journal of Civil Engineering and Construction. 11:166-176
Many bridge superstructures use transverse beams as load carrying components. In these systems, usually the transverse beams are connected to the main longitudinal girders or trusses on the two sides of the bridge. Such systems are commonly used in p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::335379485bd7883bfbd42124fd790c39
https://doi.org/10.32732/jcec.2022.11.3.166
https://doi.org/10.32732/jcec.2022.11.3.166
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The shear lag phenomenon is known to reduce the tensile capacity of tension members. There are various parameters affecting shear lag that have not been considered before. In addition, previous studies have been conducted mainly on single steel secti
Externí odkaz:
https://doaj.org/article/a07e784e9115490d917cbeff4ded8f65
Autor:
Diako Abbasi, Shervin Maleki
Publikováno v:
Transportation Infrastructure Geotechnology.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f65812eac797e51a29730e5228b4894
https://doi.org/10.1007/s40515-023-00277-3
https://doi.org/10.1007/s40515-023-00277-3
Autor:
Shervin Maleki, Alireza Siadat
Publikováno v:
Journal of Civil Engineering and Construction. 10:140-153
The response modification factor (R factor) is a crucial parameter for calculating the design seismic forces applied to a bridge structure. This factor considers the nonlinear performance of bridges during strong ground motions. Conventional bridge s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6449ada89c5910715e96380678fda404
https://doi.org/10.32732/jcec.2021.10.3.140
https://doi.org/10.32732/jcec.2021.10.3.140
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
Lately, Corrugated Steel Plate Shear Walls (CSPSWs) have gained significance and reputation for being effective lateral force-resisting systems. Corrugated plates are characterized by greater out-of-plane stiffness and buckling stability than flat pl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f4ce4441bb6fab6830726516d4261c29
https://doi.org/10.1155/2021/5542613
https://doi.org/10.1155/2021/5542613
Autor:
Shervin Maleki, S.M. Ghodratian-Kashan
Publikováno v:
Journal of Civil Engineering and Construction. 10:44-58
Recently, corrugated steel plate shear walls have been shown to be an efficient lateral force resisting system for building structures. Corrugated plates have higher out-of-plane stiffness and improved buckling stability in comparison with flat plate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7dce1fd17e0f97d85044395196e5789
https://doi.org/10.32732/jcec.2021.10.1.44
https://doi.org/10.32732/jcec.2021.10.1.44